A simplified piecewise-hyperbolic softening model of skin friction for axially loaded piles
In this study, a simplified piecewise-hyperbolic softening (SPS) model is proposed to characterize both softening and hardening behaviors of skin friction. A highly effective finite element program is developed for the nonlinear analysis of axially loaded piles. The applicability of the proposed met...
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Veröffentlicht in: | Computers and geotechnics 2019-04, Vol.108, p.7-16 |
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description | In this study, a simplified piecewise-hyperbolic softening (SPS) model is proposed to characterize both softening and hardening behaviors of skin friction. A highly effective finite element program is developed for the nonlinear analysis of axially loaded piles. The applicability of the proposed method is verified by an analytical solution and two well-documented filed tests of axially loaded piles. Moreover, a parametric study is conducted to investigate the influence of various parameters of the SPS model on the load-settlement relationship of piles. Finally, the results obtained from the SPS model are compared with those obtained from other two existing softening models. |
doi_str_mv | 10.1016/j.compgeo.2018.12.018 |
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Finally, the results obtained from the SPS model are compared with those obtained from other two existing softening models.</description><subject>Axially loaded pile</subject><subject>Finite element analysis</subject><subject>Finite element method</subject><subject>Friction</subject><subject>Load-transfer curve</subject><subject>Mathematical models</subject><subject>Nonlinear analysis</subject><subject>Piles</subject><subject>Settlement</subject><subject>Skin</subject><subject>Skin friction</subject><subject>Softening</subject><issn>0266-352X</issn><issn>1873-7633</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><recordid>eNqFkEtLxDAUhYMoOI7-BCHgujW36XMlw-ALBtwoCC5CmtyMqW1Tk446_96OM3tX5yzOdy73EHIJLAYG-XUTK9cNa3RxwqCMIYknOSIzKAseFTnnx2TGkjyPeJa8npKzEBo2cVVZzcjbggbbDa01FjUdLCr8tgGj9-2AvnatVTQ4M2Jv-zXtnMaWOkPDh-2p8VaN1k3GeSp_rGzbLW2d1H9FLYZzcmJkG_DioHPycnf7vHyIVk_3j8vFKlKcF2MEoGRa11oypQEyVHnFUmBVriVoxU0NpsprKUtVYopMG5OVEvI0SwtdJHXJ5-Rq3zt497nBMIrGbXw_nRQJVMBTSIpqSmX7lPIuBI9GDN520m8FMLHbUTTisKPY7SggEZNM3M2ew-mFL4teBGWxV6itRzUK7ew_Db91FoB5</recordid><startdate>201904</startdate><enddate>201904</enddate><creator>Xu, Ling-Yu</creator><creator>Shao, Wang-Da</creator><creator>Xue, Ying-Ying</creator><creator>Cai, Fei</creator><creator>Li, Yong-Yi</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SC</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>JQ2</scope><scope>KR7</scope><scope>L.G</scope><scope>L7M</scope><scope>L~C</scope><scope>L~D</scope><orcidid>https://orcid.org/0000-0001-6254-6242</orcidid></search><sort><creationdate>201904</creationdate><title>A simplified piecewise-hyperbolic softening model of skin friction for axially loaded piles</title><author>Xu, Ling-Yu ; Shao, Wang-Da ; Xue, Ying-Ying ; Cai, Fei ; Li, Yong-Yi</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c337t-11ca4bbda0cd115ec69041096da1dc3fb1f96baa8c8e4e0dff58a164547d72b83</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Axially loaded pile</topic><topic>Finite element analysis</topic><topic>Finite element method</topic><topic>Friction</topic><topic>Load-transfer curve</topic><topic>Mathematical models</topic><topic>Nonlinear analysis</topic><topic>Piles</topic><topic>Settlement</topic><topic>Skin</topic><topic>Skin friction</topic><topic>Softening</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Xu, Ling-Yu</creatorcontrib><creatorcontrib>Shao, Wang-Da</creatorcontrib><creatorcontrib>Xue, Ying-Ying</creatorcontrib><creatorcontrib>Cai, Fei</creatorcontrib><creatorcontrib>Li, Yong-Yi</creatorcontrib><collection>CrossRef</collection><collection>Computer and Information Systems Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>ProQuest Computer Science Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Computer and Information Systems Abstracts Academic</collection><collection>Computer and Information Systems Abstracts Professional</collection><jtitle>Computers and geotechnics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Xu, Ling-Yu</au><au>Shao, Wang-Da</au><au>Xue, Ying-Ying</au><au>Cai, Fei</au><au>Li, Yong-Yi</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A simplified piecewise-hyperbolic softening model of skin friction for axially loaded piles</atitle><jtitle>Computers and geotechnics</jtitle><date>2019-04</date><risdate>2019</risdate><volume>108</volume><spage>7</spage><epage>16</epage><pages>7-16</pages><issn>0266-352X</issn><eissn>1873-7633</eissn><abstract>In this study, a simplified piecewise-hyperbolic softening (SPS) model is proposed to characterize both softening and hardening behaviors of skin friction. 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subjects | Axially loaded pile Finite element analysis Finite element method Friction Load-transfer curve Mathematical models Nonlinear analysis Piles Settlement Skin Skin friction Softening |
title | A simplified piecewise-hyperbolic softening model of skin friction for axially loaded piles |
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